Bridge Statistics for Colorado City, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: M-17-A,  Location: 23.3 MI NO OF JCT US 160 (Lat: 37.949547,  Lng: -104.802644),  Route carried "on" structure: Interstate 25A,  Year Built: 1948,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,890 (year 2040),  Design Load: HS 20,  Features Intersected: GREENHORN CREEK,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.163,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $225,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: M-17-AM,  Location: 16.6 MI NO OF WALSENBURG (Lat: 37.861406,  Lng: -104.828614),  Route carried "on" structure: Interstate 25A,  Year Built: 1948,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,780 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.559,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Out-to-Out Width: 46.5m (152.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: M-17-AN,  Location: INT. TO COLORADO CITY (Lat: 37.962361,  Lng: -104.795733),  Route carried "on" structure: State highway 165A,  Year Built: 1965,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 3,800 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,408 (year 2040),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: SH 165 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.918,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: M-17-AO,  Location: 2.9 MI NO OF JCT SH 165 M (Lat: 37.995322,  Lng: -104.762086),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 257 (year 2034),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: COUNTY ROAD 345
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.926,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: M-17-AP,  Location: NEAR I25 EXIT 77 (EAST) (Lat: 37.992878,  Lng: -104.761858),  Route carried "on" structure: ServiceInterstate 25A,  Year Built: 1964,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,900 (year 2040),  Design Load: H 20,  Features Intersected: SCROGGS ARROYO AR,  Facility Carried by Structure: I 25 ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.767,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M-17-AR,  Location: 19.1 MI NO OF JCT US 160 (Lat: 37.894167,  Lng: -104.829325),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 10 (year 2020),  Average Future Daily Traffic: 91 (year 2034),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: COUNTY ROAD 346
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.602,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M-17-AS,  Location: 16.6 MI NO OF WALSENBURG (Lat: 37.860642,  Lng: -104.829181),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 49 (year 2020),  Average Future Daily Traffic: 82 (year 2040),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.033,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M-17-AT,  Location: 16.5 MI N OF WALSENBURG (Lat: 37.856139,  Lng: -104.828894),  Route carried "on" structure: Interstate 25A,  Year Built: 1965,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,030 (year 2040),  Design Load: HS 20,  Features Intersected: POPE ARROYO,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.976,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: M-17-AU,  Location: 4.0 MI SO OF JCT SH 165 M (Lat: 37.913019,  Lng: -104.827911),  Route carried "on" structure: Interstate 25A,  Year Built: 1965,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,890 (year 2040),  Design Load: HS 20,  Features Intersected: GRANEROS CREEK,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.287,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: M-17-AV,  Location: 16.9 MI NO OF WALSENBURG (Lat: 37.861311,  Lng: -104.828167),  Route carried "on" structure: Ramp Interstate 25A,  Year Built: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 17,780 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW R,  Facility Carried by Structure: I 25 NE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.068,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: M-17-AX,  Location: 21.2 MI NO OF JCT US 160 (Lat: 37.925242,  Lng: -104.822425),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 139 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 437 (year 2034),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: GRANEROS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.068,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: M-17-AY,  Location: 16.8 MI NO OF WALSENBURG (Lat: 37.861236,  Lng: -104.829439),  Route carried "on" structure: Ramp Interstate 25A,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,890 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW R,  Facility Carried by Structure: RAMP TO I 25 SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.235,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: M-17-AZ,  Location: 1 MI SO OF JCT SH 165 ML (Lat: 37.949592,  Lng: -104.802842),  Route carried "on" structure: Interstate 25A,  Year Built: 1965,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,890 (year 2040),  Design Load: HL 93,  Features Intersected: GREENHORN CREEK,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.163,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: M-17-BD,  Location: 5.4 MI W. OF I25 (Lat: 37.929286,  Lng: -104.880497),  Route carried "on" structure: State highway 165A,  Year Built: 1991,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,480 (year 2040),  Design Load: HS 20,  Features Intersected: COLD SPRING CREEK,  Facility Carried by Structure: SH 165 ML
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 50.308,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M-17-BE,  Location: 2.5 MI N OF COLORAD CITY (Lat: 37.991669,  Lng: -104.765714),  Route carried "on" structure: Interstate 25A,  Year Built: 2003,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,450 (year 2040),  Design Load: HL 93,  Features Intersected: SCROGGS ARROYO,  Facility Carried by Structure: I 25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.918,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: M-17-H,  Location: 2.6 MI NO OF JCT SH 160 (Lat: 37.991625,  Lng: -104.765456),  Route carried "on" structure: Interstate 25A,  Year Built: 1965,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 7,500 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,450 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SCROGGS ARROYO,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.929,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: M-17-O,  Location: 20.3 MI NO OF JCT US 160 (Lat: 37.912942,  Lng: -104.827639),  Route carried "on" structure: Interstate 25A,  Year Built: 1948,  Status: Open,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,890 (year 2040),  Design Load: HS 20,  Features Intersected: GRANEROS CREEK,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.287,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 34.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.93m (9.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $185,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: M-17-R,  Location: 2 MI NO OF JCT SH 165 (Lat: 37.985497,  Lng: -104.772136),  Route carried "on" structure: Interstate 25A,  Year Built: 1926,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 15,000 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 18,900 (year 2040),  Design Load: H 20,  Features Intersected: DRAW,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.030,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $709,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $1,064,000

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Structure Number: M-17-W,  Location: 16.4 MI NO OF WALSENBURG (Lat: 37.856172,  Lng: -104.828611),  Route carried "on" structure: Interstate 25A,  Year Built: 1948,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,030 (year 2040),  Design Load: HS 20,  Features Intersected: POPE ARROYO,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 106.981,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 30.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $166,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: PUCO 0.07-216AR,  Location: Just S of SH 165 (Lat: 37.934525,  Lng: -104.853675),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 539 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 760 (year 2038),  Design Load: HL 93,  Features Intersected: GREENHORN CREEK,  Facility Carried by Structure: COUNTY ROAD 273
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.948,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: PUCO 0.08-305CR,  Location: 5.8 MI ESE OF RYE (Lat: 37.914056,  Lng: -104.825564),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 215 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 303 (year 2038),  Design Load: HS 20,  Features Intersected: GRANEROS CREEK,  Facility Carried by Structure: CR 344/THACKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: PUCO 0.14-214AR,  Location: 5.3 MI E OF RYE (Lat: 37.939319,  Lng: -104.839603),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 897 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,265 (year 2038),  Features Intersected: GREENHORN CREEK,  Facility Carried by Structure: COUNTY ROAD 192
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.659,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: PUCO 0.16-305AR,  Location: JUST S OF ABBY ROAD (Lat: 37.953167,  Lng: -104.773436),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 169 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 238 (year 2038),  Features Intersected: GREENHORN CREEK,  Facility Carried by Structure: CR 342/CedarwoodRD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.278,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: PUCO 0.30-216C,  Location: 4.6 MI ESE OF RYE (Lat: 37.915372,  Lng: -104.847358),  Route carried "on" structure: County highway ,  Year Built: 1916,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 17 (year 2018),  Average Future Daily Traffic: 24 (year 2038),  Features Intersected: GRANEROS CREEK,  Facility Carried by Structure: CR277/KENNY POUNDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.447,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: PUCO 0.30-632A,  Location: AT COLORADO CITY (Lat: 37.942278,  Lng: -104.832278),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 354 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 499 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: GREENHORN CREEK,  Facility Carried by Structure: CO. RD. S. PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.308,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.0m (6.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Fair,  Culverts: Serious,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $974,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,071,000 ( Estimate for 2019)

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Structure Number: PUCO 1.52-216B,  Location: 4.3 MI ESE OF RYE (Lat: 37.915264,  Lng: -104.852306),  Route carried "on" structure: County highway ,  Year Built: 1928,  Status: Open,  Structure Length: 3.27m (10.73ft),  Average Daily Traffic: 129 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 182 (year 2038),  Features Intersected: GRANEROS CREEK,  Facility Carried by Structure: CR 273/APACHE CITY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.684,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.9m (42.3ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: PUCO 2.32-216DR,  Location: JUST W OF APACHE CITY RD (Lat: 37.905156,  Lng: -104.855111),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 133 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 188 (year 2038),  Design Load: H 15,  Features Intersected: LITTLE GRANEROS CREEK,  Facility Carried by Structure: CR 264/GREEN HORN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.455,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: PUCO 4.17-213BR,  Location: 6.6 MI NE OF RYE (Lat: 37.994900,  Lng: -104.850789),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 353 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 498 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: CR 229/CROW CUTOFF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.695,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M-17-AN,  Location: INT. TO COLORADO CITY (Lat: 37.962361,  Lng: -104.795733),  Route carried "under" structure: Interstate 25A,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2011),  Truck Traffic: 18%,  Features Intersected: I 25 ML,  Facility Carried by Structure: SH 165 ML
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 119.657,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: M-17-AO,  Location: 2.9 MI NO OF JCT SH 165 M (Lat: 37.995322,  Lng: -104.762086),  Route carried "under" structure: Interstate 25A,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 13%,  Features Intersected: I 25 ML,  Facility Carried by Structure: COUNTY ROAD 345
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 7.926,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: M-17-AR,  Location: 19.1 MI NO OF JCT US 160 (Lat: 37.894167,  Lng: -104.829325),  Route carried "under" structure: Interstate 25A,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 18%,  Features Intersected: I 25 ML,  Facility Carried by Structure: COUNTY ROAD 346
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 2.604,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: M-17-AS,  Location: 16.6 MI NO OF WALSENBURG (Lat: 37.860642,  Lng: -104.829181),  Route carried "under" structure: Interstate 25A,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 18%,  Features Intersected: I 25 ML,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.034,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: M-17-AX,  Location: 21.2 MI NO OF JCT US 160 (Lat: 37.925242,  Lng: -104.822425),  Route carried "under" structure: Interstate 25A,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2018),  Truck Traffic: 18%,  Features Intersected: I 25 ML,  Facility Carried by Structure: GRANEROS ROAD
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.069,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)